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| 1 | Earth Work and removing of slipped earth of 5 no. Dy.and its minors of Isharpur Sub Division , 1 no. Dy. and all minors of Sankla Sub Division, GuddikhedaTank Canal System & Repair ofDamaged Lining OfPBC Between Ch 250 To 475 |
| 2 | Excavation in all kind of soft/loose/hard/dense soil, moorum & moorum mixed with boulders and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all material, machinery, labour and dressing etc. Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 3 | Earthwork for embankment for breached/ damaged portion of dam/ canal, using selected impervious soil from approved borrow area/ spoil bank in 100 to 150mm layers (before compaction), includingcost of materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to achieve maximum dry density using sheep foot roller/vibratory compactors etc.Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 4 | Dismantling lime or cement concrete and brick/ stone masonry in foundations or under floors, haunches or arches or terrace andsuper structure.Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 5 | Providingandplacingapprovedcohesivenon- swelling soils, below lining in canal bed and side slopesincludingserrationinsoil,breakingof clods, laying in layers of 15 cm. thickness, cutting and finishing in required bed grade & side slopes including dressing, watering, compaction (at optimum moisture content to obtained dry density not below 90%) etc. Complete. Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 6 | Watering earthwork for compaction at optimum moisture content. Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 7 | Compactionofearthworkatoptimummoisture contenttoachievemaximumdrydensityby light roller i.e non powered roiiers orsheep foot rolleror hand rammers( excludingwatering) Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 8 | Tamping in canal bed and sides including saturation up to 30cm depth for preparation of earthensub-gradebeforelayingin-situcement concrete lining. Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
| 9 | Providingandplacinginpositioncement concretewithgradedaggregateincanals, including cost of all material, vibration, finishing, curingfor28days,cleaningetc. Complete. M-15, 20mm graded aggregate completed as per drawing, design and as per directed by Engineer in charge |
